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HomeMy WebLinkAbout0990 MAIN STREET (COTUIT) - Health 990 Main Street (Cotu it) Cotu it p 034 034 Ty i ti 'i Towne of Barnstable Regulatory SerAces Thomas F.,Geller,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 ` Office: 508-862-4644 Fax: 508-790-6304 )installer&Designer Certification Form Date: 7 Sewage Permit# ,0(6 `376 Assessor's MaplParcel Designer: 0 u� w rue Installer: f a VAew Add>resa. Address: On lb l�b�� k �A-u!4 �, was issued a permit to install a u ( Q �S (date) Q (installer) , sy septic stem at 0Naa i based on a design drawn by (address) a� el J�l a dated r� (de er) I certify that the septic system referenced above was installed substantially according to' the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accoxdance with State& Local Regulations. Plan revision or ce 'fie as-built by de ' r to follow. ,• ,ins r 0JAr� (Install s Signs e) civil.: No.46502 �'rF+s 1',Urdnl, r',yS'f L��•t��,4L 7r7(1-7 C� estgner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN 4 BAR NSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NUT I}E'l UNTU. BOTH TIII FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANX YOU. Q:Heal&&pfidDesigner Calification Form 3.26-04.doe 119-28-2��16 a CJ3 % o__32r:� DEED RESTRICTION WHEREAS, William J. LaPoint, Jr is the Owner of 980 Main Street, located in Barnstable (Cotuit) , Barnstable County, Massachusetts 02635. WHEREAS, William J. LaPoint, Jr as the owner of said property has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in the home located on said lot as a pre- condition to obtaining a disposal works construction permit in compliance with 310 CMR 15. 000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15 .200, State Environmental, Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the renovation of a single-family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in the house on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, William J. LaPoint, Jr does hereby place the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all. successors in title: 980 Main Street, Barnstable (Cotuit) , MA may have upon, the lot a house containing no more than three (3) bedrooms. ' This restriction shall continue in full force and effect until such time as the Premises shall connect to Town sewer or the premises can have more than three bedrooms as may then be allowed as a matter of right, at which time, the Restriction shall become null and void. r For title of William J. LaPoint, Jr see Deed recorded with the Barnstable County Registry of Deeds in Book 22165 Page 308 . I EXECUTED as a sealed instrument thisIst d y of September, 2016. Wi i a m oint, Jr THE COMMONWEALTH OF MASSACHUSETTS /`,"'o r4l/t > r SS . September V , 2016 Then personally appeared before me, the undersigned Notary Public, William J. LaPoint, Jr proved to me through satisfactory evidence of identification, which was a MA driver' s license, to be the person whose name is signed on the preceding document, and acknowledged to me that he signed it voluntarily for its stated pu e. Notary Public My commission expires: ( '}[ ERIC M.LAVOYE 18 1!N*ty PV*.Comm weA of MaasechueoNs MyCM(r,',<'onEwr¢sNovedW Is,2W BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register kjr,1,--4 No. `- ' O y ` 4 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpYitatiou for Vspasar 6pstPm Construction Vrrmit Application for a Permit to Construct( ) Repair( ) Up rade( ) Abandon( ) eCompleteSystem ❑Individual Components Location Address or Lot No. q,80 K4,-� Owner's Name,Address,and Tel:No. 9 P Me--n S kpi,)K C�+ ( cod k4 Y MA Assessor's Map/Parcel � v 1 Wt i f y QJ Alr Installer's Name,Address,and Tel.No. a ��he ESL Designer's Name,Address,and Tel.No. ?39 l'� R- r YCfMV4iAe1nA 4& S lob -&sa 00wtj erl � Type of Building: ( � v c Dwelling No.of Bedrooms Q Lot Size sq.ft. Garbage Grinder( ) Other Type of Building QeSt No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33c) gpd Design flow provided 30 gpd Plan Date 2•-*--1!/ Number of sheets Z- Revision Date Title Size of Septic Tank � � )Cl Type of S.A.S. AllonCk,,nb K Description of Soil C Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo d of ea )< Signed Date Application Approved by ( , Date to '�'V r C� Application Disapproved by Date for the following reasons Permit No. Oflo Date Issued 4 0—010 No. Fee THE�COMMONAALTH OF MASSACHUSETTS .Entered mcomputer: V P PUBLIC HEALTH. DIVISION. - TOWN QF-�BARNSTABLE, MASSACHUSETTS Yes 2pplicatlon for Misip6af 6p4trin Construction 3permlt - Application for a Permit to Construct(j) Repair( ) Upgrade( ) Abandon Complete System ❑Individual Components "Location Address or Lot No. q 8O K,ri..Z OyT /Owner's Name,Address,yand Tel.No. 9 go Me-,y S kec.r Assessor's Map/Parcel' 3� 3� co� V 1 CUf'k MA r Installer's Name;Address,and Tel.No. G q f el aS` Designer's Name,Address,and Tel.No. 939 M14,Y �Sr Cu Mki ti ►4 v ( C e 40S S(p(o •&5/. e e� Y�,"►a�th�or/rt?!� Type of Building: 1 +c 'I Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) A Other Type of Building DeS' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Q i Design Flow(min.required) 33o gpd Design flow provided .3 y 1 gpd Plan Date 7—M 01/ Number of sheets 2- Revision Date—/L Title 9L , Size of Septic Tat � ) Type of S.A.S. A floe 64AN" Description of Soil h Nature of Repairs or Alterations(Answer when applicable) Date last inspected: , Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code-and not to place the system in operation until a Certificate of t Compliance has been issued by this Bordrd of Hea h. r aC Signed Date Application Approved by ( , Date Application Disapproved by Date for the following reasons Permit No. 0 Date Issued 10 d�4 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS 4 Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by v ya( v} Xat 6*P r L(,("r {�Jt A has been constructed in accordance with the rdvcs'oor Title 5 he for Disposal System Construction Permit No.�16_ F dated O" �0 ' )y Installer ! Designer 1 #bedrooms ,� Approved desi flow '` 3 (� gpd li The issuance of t 's e it shall not be construed as a guarantee that the system will f�urictio as esi ned. P g Y � g Date o��s I l Inspector L� K (' -----------`------( -- --------- ----------------- ----------------------------------------------------------------------------------------------- No. O'6 fo — J7�p Fee �v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS disposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) �[ System located at C1 �@D WA']N S, CbTt /7' . and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 10, eJ—'1ro Approved by — TOWN OF BARNSTABLE LOCATION SEWAGE# JCV-K'— 66-f VILLAGE �G t.(r r ASSESSOR'S MAP&PARCEL 37 INSTALLERS NAME&PHONE NO. � J�i��� S� 7�j SEPTIC TANK CAPACITY l/-rO&7 i LEACHING FACILITY.(type) `f� G� ��� size) /() k 3 6 NO.OF BEDROOMS ,+ OWNER 44 //YAgo, PERMIT DATE: / ( G COMPLIANCE DATE: OIL'I/ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY .// _ x.R044-0r — ST' Fq S'-s"O 13y elf S °' TOWN OF BARNSTABLE LC-CA: ONy A t/v SEWAGE # VILLAPS C'—O to 7 ASSESSOR'S MAP & LOT IAZ, NAME&PHONE NO. ��Td�a f GOR/S� n5e�� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 4!2� d d 6 �I (size) LSJ NO.OF BEDROOMS BUILDER OR PERMITDATE:--� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 'Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �eI. .�,[• �J. 4 }�. � o''!�' s � ri�-' ��' O/�� o�i �. � .. o : `�� No. Fee Y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION. tAN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPlication for Tiooal *p$tem.Con.5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components r yk�t a5 Location Address or Lot No. �® � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 43`` IL3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank HQ0 Type of S.A.S. Description of Soil ature of Reprs or Alterations(Answer when applicable) 1rYY111Q 1�� �,� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board f Health. igned Date Application Approved Date Application Disapproved by: Date for the following reasons Permit No. Date Issued Jl� No. r'�- C 6% ` »w p � Fee , Entered in computer: THE COMMONWEALTH OF"MASSACHUSETTS S� Yes PUBLIC*.HEALTH VVISION `O�IN OF BARNSTABLE, MASSACHUSETTS Z+ ,,.-Yicatiorr for ig O�gaY t�p � � Mpg e�r�rs Cottgtructtort Permit Application for a Permit to Construct O Repair O Upgrade(�)"Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. 9�d nip r%g _CV1.Jl _ Owner's Name,Address,and Tel.No. Assessor's Map/parcel r6 Y 3 r lA 47 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. <; Gvf1__1 ' Sad r/3 Type of Building: Dwelling No.of Bedrooms ✓ Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of,sheets Revision Date Title Size of Septic Tank`; A© Type of S.A.S. Description of Soil { r lature of Repa*rs or'A terations(Answer`when applicable)` vOy� S Q. ao Date last inspected: Agreement: G 1 i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation.until a Certificate of Compliance has been issued by this Board f Health. I , i—ped _ Date ' Application Approved Date Application Disapproved : Date PP PP b Y f r the followingreasons o , Permit No. Date Issued ---------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the O -site Sewage Disposal System Constructedpaired ( ) Upgraded ( �"�•"®"""."_ Abandoned( , by rS at /y � has been constructed in accordance with the provisions of Title 5ignd the for Disposal System Construction Permit No. ll dated Installer �` ' Designer W Yl #bedrooms Approved design flow '2 ; gpd The issuance of this permit shall not be)contru-d as a guarantee that the system will f nnctioi n as )esigned. i Date ` 3 Inspector ------------------------------------------ No. Q Fee�_U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migogal 6p$tem Con5trUctt n t Permission is hereby granted to o Construe /Repair ( )/?U grade ( ) Abandon ( ) System located at C71/ -I �_ (7 k l J and as described in the above Application for Disposal System Construction Permit.The applicant.recognizes his/her duty to comply with Title S and the following local provisions or special condition . Provided: Construct712 n must a completed within three years of the date of t, pe it. Date 6 Appr ved by_ /" COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION RECEIVED U/,RCEL, 3 -_ _ S E P 14 2004 LOT - -- ��- TOWN OF BARNSTABLE TITLE 5 HEALTH DEPT. OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS • SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 990 Main Street Cotuit; MA 02635 Owner's Name: Bob&Susan Logan' Owner's Address: 36 Pine Hill Road ' Marion, MA 02738 Date of of Inspection: August 24, 2004 -=1 Name of Inspector: (Please Print) James M. Ford s > Company Name: James M. Ford Mailing Address: P.O. Box 49 ry Osterville,MA 02655-0049 Telephone Number: (508)862-9400 ai rrn CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fail Inspector's Signature: Date: August 28, 2004 The system inspector shall subz a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Lokan Date of Inspection: August 24, 2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in'the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 l Page 3 of l l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: _ Bob&Susan Loan Date of Inspection: Aujzust 24, 2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: August 24, 2004 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,600 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR i 5.304. The system owner should contact the appropriate regional office of the Department. 4 f , Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART B CHECKLIST Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: August 24, 2004 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ _ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[3 10 CMR 15.302(3)(b)]. 5 Page 6 of 1 l OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: August 24, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 1 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 110 Number of current residents: 1 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Never pumped(new system) -per owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed in 2002-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 P Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: August 24, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 20" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 pal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert There did not appear to be anv signs of leakage GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 f Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: August 24, 2004 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: eallons Design Flow: -allons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was level and clean. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 I Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: August 24, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 2-500 gal. chambers (per as built card) leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): There did not appear to be any signs offailure or backup from the chambers CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: Au-aust 24, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. A B a � 3 o y 3 a3 y/ S So �l Page 11 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 990 Main Street Cotuit, MA Owner: Bob&Susan Logan Date of Inspection: August 24, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 30 +/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic maps and water contours maps the maps were showing approximately 30'+/-to ground water at this site. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection andlor this report. I1 TOWN OF BARNSTABLE ,"- SEWAGE # VIILAGE C/J�(�l/ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. X0V>Z)1e/.k"1 QWSy" SEPTIC TANK CAPACITY I S-®O LEACHING FACILITY: (type) Z���%�/ Avdl size) Ibis J0 ` NO. OF BEDROOMS 3 BUILDER O OWNE 15'-1 129J' I S PERMITDATE: � flez COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by As a- B5,-- le I tl, YInF� S ((�� V No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS 01ppItCation for 33igpooal bpgtem Con!5trurtion permit Application for a Permit to Construct( . )Repair(V/)Upgrade( )Abandon( ) [$Complete System ❑Individual Components Location Address or Lot No. 0 y�� Owner's Name,,Adress and Tel.No. Assessor's Map/Parcel ke�dl (sOfGfl T � Installer's Name,Ad ss,and 1.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(Z4 Other Type of Building Bt1Le No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow I/ gallons per day. Calculated daily flow �7��� gallons. Plan Date z IeOL Number of sheets Revision Date Title lell e1 Size of Septic Tank /5 O® Type of S.A.S. Z.y` 0ye C �i Description of Soil; �®✓i J���'! �i Nature of Repairs or Alterations(Answer when applicable) r/l Z°15 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thi o eal l Signed Date Application Approved by Date U Application Disapproved for the following reasons Permit No. �c�—cj Date Issued 5' Ica- 03� �� U No. Fee + T +: . 6 . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ve �f r Yes PUBLIC HEALTH,DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[pprication for Mtzpaal 6peum (tongtruction Permit Application for a Permit to Construct( . )Repair Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. Owner's Name,A dress and Tel.No. Assessor's Map/Parcel i Y C� / Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. - Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(40 Other Type of Building e5 T"1-10 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow ?'��!/ gallons. Plan Date / © Number of sheets Revision Date Title b f P S -`'1' ?C' ,d�f �? ® Size of Septic Tank Type of S.A.S. "el 4 y. Description of Soil; Nature of Repairs or Alterations(Answer when applicable) � t Date last inspected: / Agreement: f The undersigned agrees to ensure the construction and maintenance of the�afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by oar Health / Signed Date Application Approved by Date 1 Application Disapproved for the following reasons Permit No: Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-s'te Sewage Disposal System Constructed( )Repaired( 1/)Upgraded( ) Abandoned( )by D!T 7`d�G' / at has been construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated C�Z Installer Designer The issuance 9 permit shall not be construed as a guarantee that the systerw,ill function as estgned. Date If �- Inspector y� �- No. J©�j Fee So_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpooaf *p.5tem ConMruction Permit Permission is hereby granted to Cojistruct( )Repair( ✓)U grade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: 1 I C� '1)-4-- Approved by TOWN OF BARNSTABLE LOCATION I01 SEWAGE # 0a- 00 VILLAGE l.0 V► ASSESSOR'S MAP & LOT 0 D3 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /S�w LEACHING FACILITY: (type) C7+ S Ci��• � .(size) NO. OF BEDROOMS 3 BUELDER OR OWNER eU IOS.4^ PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachinf�facility) Feet Furnished by 't'l1SI�� tP4 �. I� • EaAl 1. a r O ol A 3 t as 33 a t qc) . a y .3a3 / o y 3� y g So '0) Town of Barnstable Regulatory Services Thomas F.Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA,02601.. Office: 508-862-4644 Fax: 50&790-6304 Installer&Designer Certification Form Date: 3 23 0 7 Sewage Permit# 2 a06 -66/ Assessor's Map\Parcel.D2 �D Designer: Qak Nuc Installer: Sint.Us Address: Address: ?Z Gv'kar Pdft1, Rof V4Lcss 02601 2d.55 On 2 I t 710 6 Sc-* Sti«lets was issued a permit to install a .tncw scorn to m k (date) (installer) septa at 970 /77or•r'S�Yvc**, Co f,:f based on a design drawn by (address) l3eulzr Il1u c dated—Tf 0& (designer) X _ I certify that.the septic system referenced above was installed substantially according to the design;which may include minor.approved changes such as lateral relocation of the distribution box and/or septic tank: I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified,as-built by designer to follow. (Installer's Signature) IL -'�! �+� � 0 GI8? 1?,f- �� f esigner's Signature) (Affix mp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc �'�2ao5-03 0 r-1' 6-01 3'-1• 7-7- 3.21/C ' 4'-03/4' 3 2T.6 IIF 3.1' 3.7511' 19-Y RO. R0, PD. R0. i ' i R0.i INTEGRATED POOL COVER A, 2 I A303 GRADE I I I GRADE $_ A � I I _—_—_—_-- — -os i Bathr r =- - -I- - r - ,-I ------- ---- ------------ H.P.GARAGE SLAB \\ - 10 ! ire 19.612' 41'-11Q" 3'.y 3'-101re 2'-�0 re "12' ° ° .01/Y 17 ❑ ❑ i I KI hen 10 b 1 1 , T.O.POOL COPING i p , b 40'-8 3/4" 3 _ 3 , I 110T.O4.B7 Garage 7 '13 R'-IC6 K b rr------r------r-, ; � -c A303 t O6 � m I I I I II I N fINiSH FLOOR 47 0" , 10 6 FINISH FL r - r 314L1l tre --- P 42 Hallway ----------- --------------1030 -- ------------- -- -------------- h I II I -i- ------------- t0'1f11'�� o r c_ 4o_-7-oA-77-z4-'_-------- —a—o'-P—v ATIO 3.21/4° 3.2114" -959 7Eo A _ I 109 R.O. 72' cu — — — — — — — B FL Y -- ----- T.O LP.GARAGES 4F�LS TEP Terrace 0 __ ____ FINI FLOUR >L 6 0 42'-d' PATIO 1 OS 1-02 ! j.5t,�.1i> 41_d' PATIO - - -—-—-—- c---------_- 40'-B3/4'• -—- -— - --- b GRADE I _ i i t 1 3 k�1 � FL 4'- 6° 0 3.21/16' i 517" I�lV9:-I((�t11 e y R.. R,O, GRADE ]7 il51 el14({ N - L 41'-0' Living/Dining A3o2 A3o2 Azo2 102 SI3� ^o lac; ry o! I I �i08 ! PATIO - b _ --- --- - ------ ------- ------------------------------------------------- UPi_�------ 41'-012' D a V ! II ! I I I O GRADE W L.P.PATIO .P.PATIO I r' 2 _ Sri_ �L -ly0 1A201 Q A301 ! j I FINISH FLOG - --- - --i-�- - - - - �� a GRADE 4''i 7 3' 1' 42'�-0" i I ■ R0. 42"HALF GRADE i - B �I WALL I I I I GRADE E - _______ - _ ________ _______ _ _____________ _—_—_—_—_—_—_—_— _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_— F GRADE Q ° @ r______________ _______ p a 9 1 C/ - 6 OftlCe 'I I A301 GRADE _ tr 104 j I I i ❑ C-F — —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ r, i I j 1 A301 O j j 2'-010 2'-6314° C R.O. R0. I I . W o GRADE GRADE V I � � e ^.' 47.7' GRADE Ib _____________ 0-11 O WINDOW WELL I� H _—_—_—_—_—_—_—_—_—_—_—_—_— ---- __—_—_— _ i _—_1— —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—._—_—_—_—_—_—_—_— —_—_—_—_— o — — — -------------------� i - GRADE O GRADE 4'107/6° 3'21/4" 4'-10716" R.O. °ra iA202 A204 i 1 13' 27 L7.0' � First Floor Plan 1 Scale: 1/4"=1'-0" I Project N 2016- Date Is! 29 Septemt J J I 5'-23V 3-2114' 6.434' a-2114' 9.43F 7.5' '6. 7.1' 4'-670 7.10114' 9.111/Ir 7.5- 3'-115:'3' > ' R.O. R.O, R0. R0. R.O. Ra A302 ( A203 j A303 1 - '___________� ______� �_ __________�___________ ___ __________ ____ -" __ ________ _ _________r_� m _. q _—_—_—_� ❑ - ❑ __ _ —_—_—_—_— —_—_—_—_—_—_—_—_—--------------------- q ❑ Master c II ij Closet � 1 ' - � I - E 205 re a ` -----�`------"`----- --- ---------- --------- I' 1? 11 6 4'-T 4'-01 12' S'-11' 1 3'-5• i'-1012' Sf' P CC i1 ii i " ii " I E 201 Master u ri ii ii j - ; r.1v4 7.e1m 4'.6 re- � Bath A605 aye e la II Bath 206 Mast s'.ID' 2'.r ii ii ii " 212 b 202 � zo7 Hallway b A I --h-- r- H--2-0 r - ----- ----------- — _ a gam(/-���// 211 "Master l 1 7.11" 2112 5'01R" 2' 1' 't11=-J f1'-61R' i" 9.612' �' i 7�LOR DECK FLOOR A303 ,pedroom _ Q203 � S IF__ i © I 1�waY I ' I a Media Room I 210 -; 201 DN — 317 b B EL.: � C V,,,,rl co 12'4'-012' :12° 5'1' S1R° j O 6- 51 7.5' 3'-115'e' O Bedroom 1 ' N e Storage i 207 _O � , PO 0 L_ �______ _ _ ---------- a" ------ a` ------- -��---------, O Oro � ro U 2 i c c 1 I - A302 A302 ai A202i 1/2'4'2116• 11/4 -3TR" 12' S'-6 i 51,7 b A2012 4'.1172' 3'-20.1/4- 6'-1114° 3.21/4° 11' 13! L - -J -—-—-— -------------------------------------------------- - D E-• R R0. r� , S `�. 212 o� athroom_2 - -------- 1 1Azo1 —;-- IL209 I , Bedroom 2 FINIS °LOOR DECK FLOOR ■ b I 206 0 52' 0"' E N - _—_—_—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_— III---+- , I � '-T-11/2" 51 T-d` '12" A301 oo� 13 _ 1—_—_—_—_—_—_—_— —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ G 5-93R' 7.10114° 6-932' 7.10 t14' 62Y4' LI b ' I i j RA , i i _ I N ______________ __ __J � I I AzO 2'1 oa p 29.6 z-o" h a 35.6° 2 3 4 5 O Second Floor Fin. Project N 2016- Date is: 29 Septemt r i FA A 4 � w i11■III.. • _ _� Itinnl.lutl. _ eitnl, aa■�. imnn unea. r— p ilil�lili i= ■■ ■■■ ■■ =nlnmum. .IMInILlntp= c ILIIIILIIItI■h ,. 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A IC UN IN. aelcKEr O A IC - I I m ( a1 22 Ohm DORMM ❑T b i a 5'-JO 1/r f-T 4'-T 7-21/7 I ( q N O O N 4 ROOF IN ❑ zelAaol J BAR i TV/MEDIA a - --E—a O M DECK w+oec rr, o - _ - ROOM UY N9 0NtSq vsk c. " T r. ATM I I o6A COSIIMN —————— Ali MM I I I41 y LOFT i• I'd l �1'[R601A III " f•"� !may ------J a OPEN -------III ---- - BELOW D 8P se snowat ---�I Q D ISRO 184�RgTU �p QA Iq l I I I __ ___�`� a D n za.6a ' I°�I I I I P: D Ix V) 0 0 III r a ——————— 71 i\-------- ---------- § �1AIVDB�CN 14'•4• T-s• 16V9• III N I I ATnc N I MECHANICAL I _ I I 1° III� STORAGE RM. _b _ ;I� W m ET-�4 _ I I xGv aA� co o I i ------�I r Access I I ill O 1 N JK Imo./"I v n, vT¢ I RtrairxnGwat wJ ss z e rV es F—i V 1 VERIFY NN WAL 4 22*d I Gd 2r47 1647 Td SCALE /811= 11-01 DATE LOFT FLOOR FLAN BASEMENT PLAN 2/i/2000 PROJ. NO. 24-528 DWG. NO. A3 ALL SYSTEM S SHALL SYSTEM PROFILE MARKED WITH CMAGNETIC TTAPE OR BE NOTES LEGEND SYSTEM DESIGN. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 Schoo/St. • 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2' PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING CONCRETE COVERS TO WITHIN 3" GRADE PROP. VENT COtuit n � X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ TOP FOUND. EL. 41.6 FILTER FABRIC OVER STONE - 99]- PROPOSED CONTOUR 40.5' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 40.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o Bay [ EXISTING 3 BEDROOM DWELLING 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS NOTE: 2" MIN. WALL PRECAST RISERS Locus 2' CAST IRON COVERS TO GRADE OR CONCRETE TO BE AASHO H-ZQ (H-10 SEPTIC TANK 198.4 PROPOSED SPOT EL. PROPOSED 3 BEDROOM DWELLING PRECAST H-10JTEE THICKNESS REQUIRED H-20 ) RISERS (TYP.) 4"0SCH40 PVC MORTAR ALL COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER She// B/UffP TH1 DESIGN FLOW: 3 BEDROOMS C� 110 GPD = 330 GPD z',a s" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. j TEST HOLE 4' INV'S EL. 37.20 4' YY USE A 330 GPD DESIGN FLOW 12• MIN. INT. DIM. �Si Es O BE IN ACCORDANCE WITH - .� ENDS TMP' :. ri*38.7' P= �����^�_ D 38.2' 6 CONSTRUCTION DETAILS T H// 2% SLOPE OF GROUND 10" ° ° ° ° 31Q CMR 15.000 (TITLE 5.) 38.39 TEE 1500 GAL H-10 ®®®® ®®®® ®®®® -��®®SEPTIC TANK: 330 GPD (2) = 660 SEPTIC TANK 38.14' ° ° ° ° ° ° . ®®®®®®®®®®® ®®®®®0®�®®® �� o°0°0°0°0°0° WATERTGST D BOX o >°°oo°o°° o 0 0 °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 4' LIQ. LEVEL ,�o°o°o°o°o 0000°o°o ®®®®®®®®®�� f1mER � ®®® °00000°o UTILITY POLE GAS BAFFLE ..: ^�^ FOR LEVELNESS N ;°o°o°o°o a00000�000® ®�D�O®®®®®® °o°o°o BE USED FOR LOT LINE STAKING OR ANY OTHER USE A 1500 GAL. SEPTIC TANK ACME oR EQUAL ° FIRE HYDRANT 37.47' 37.30' >°o°o°°°o ' •,o°000000 35.2' PURPOSE. 'yY •.... ..,. .•. i' " L 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING LEACHING: 0°o 0 0,0 0 0 0;0 0 0 0 o 0 0 0�0 0�o 0 0 0`� °o°o°o°o°o°°°o°o°o°o°o°o°o°o°o°o°o°o°0000000o H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 0000000^0^0�00�0°0000000^0^0^0^0^0�000000° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. 2 UNITS REQUIRED SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD ALL AROUND PRECAST STRUCTURES O 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Nantucket 6" CRUSHED STONE OR MECHANICAL OVERt,LL DIMENSIONS TO OUTSIDE OF STONE: 25.00, X 12.83, WITHOUT INSPECTION BY BOARD OF HEALTH AND BOTTOM 25 X 12.83 (.74) = 237 GPD COMPACTION. (15.221 [2]) N PERMISSION OBTAINED FROM BOARD OF HEALTH. Sound *THE INSTALLER SHALL VERIFY THE TOTAL: 472 S.F. 349 GPD 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALLDIGSAFE LOCATION(1OFALL3UNDERGROUND D& OVERHEAD UTILITIESLOCUS MAP BUILDING SEWER OUTLETS AND USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) BOTTOM PRIOR TO COMMENCEMENT of WORK. ELEVATIONS PRIOR TO INSTALLING ANY ( 2.5y SLOPE MIN.) ( 1 x SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND SCALE 1"=2000't PORTION OF SEPTIC SYSTEM WITH 4' STONE ALL AROUND H-20 H-2p 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 34 PARCEL 33 11' SEPTIC TANK 67' D' BOX 12' FOUNDATION- FACILITY LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND MAJORITY OF LOCUS IS WITHIN FEMA FLOOD ZONE X MA REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON APPROVED DATE BOARD OF HEALTH _ 13. POOL FENCE SHALL HAVE SELF-CLOSING COMMUNITY PANEL #25001 C0756J DATED 7/16/2014 SELF-LATCHING GATES, SIZE AND MATERIALS TO MEET OWNER OF RECORD LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL SHALL BE ALARMED TO CODE. POOL TO UTILIZE SALT GENERATOR & CARTRIDGE TYPE FILTER. WILLIAM J LAPOINT JR SEASONAL DRAW DOWN TO BE DIRECTED TO DRYWELL, U LOWER CHLORINE TO ZERO PRIOR TO DRAWDOWN. P 0 BOX 692 REFERENCES 14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO COTUIT, MA 02635 VARIANCES REQUESTED: BENCHMARK: o DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. DEED BOOK 22165 PAGE 308 UNDER MAX. FEASIBLE COMPLIANCE 15.405: CONC. BOUND (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 6') ELEV. =41.1 UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: PROP. VENT WITH CHARCOAL FILTE (3.7): REDUCTION IN SETBACK, SEPTIC TANK TO COASTAL BANK AND BUGSCREEN (FINAL PLACEMENT -.MAP 4 PCL 3O TEST HOLE LOGS BY CONTRACTOR WITH HOMEOWNER C FIRE DISTRICT B (100' TO 88.9) P.0.�39X 1475 /C. CONSULTATION) ♦ \ COTUIT, MA',Q2635 \ PAUL LANDERS O ENGINEER: CRAIG J. FERRARI, SE #13871 ENGINEER: ENGINEER: DAVE MASON, R.S. y, Z loh1• MAP 34 PCL 32 DAVID W. STANTON RS WITNESS. EDWARD E. KELLEY DAVE STANTON, R.S. \� \\ % J JOSEPH S & ELIZABETH WITNESS: 10/17/1989 WITNESS: CERRETAN/ DATE: 6/17/2016 DATE: 1/1 1/2005 ♦ I P.O.BOX 467 =a� PAVE I COTU/T, MA 02635 DATE: < 2 MIN INCH PERC. RATE _ < 2 MIN/INCH PERC. RATE _ STING GAS SERVICE �' DRIy PPROPOSED PERC. RATE _ / < 2 MIN INCH EXISTING BE RE-LOCATED ��o \ g GARAGE 41.0 I CLASS I SOILS P# 15079 CLASS 1 SOILS P# 7422 CLASS I SOILS AROUND SAS FIELD ��/ 9 ��' "�' ROPOSED 6 a 40 N POOL FENCE41 o 8 U ELEV. ELEV. ELEV. PROPOSED -/old 3 co 00 0» 4 40' p„ "�%" 40' p„ Q 38' ELEV. DWELLING I ��0 �� Oil 40' �s ��� 0 A'& FFLR = 42.s . I z FILL FILL „ LOAM ,FILL A EXISTING CP PORCH a� LS DWELUNG ��Q I SLAB r� 1• � � � ' �09 p:/ A A " 10YR 3/2 S.B. H2 MIN8 RIDGE , Y C.B. , g - LOAM A 16 g MAP 34 PCL 31 ELEV1 POOL 1 OYR 3/2 1 OYR 3/2 MARINERS LODGE A F & A M o H ¢� 62,3' W • �� 12" 15» 20» 36 3' LS CO* 42J P.O. BOX 415 15 W 36 Y/2.6 Q / 0.000TUIT, MA 0235 ' ' i B B 10YR 5/6 37.4' 88.9' D� 10.6' O W W W W W WQ > W 4 LS LS SANDY C.B. /,Q� o p O ^� W W W M1 ♦ ♦ W Ya' Y_ v r moo. -) ,� V yc 24" 10YR 5/6 38' 1OYR 5/6 , 30» SUBSOIL 35.5' RK LIMIT LINE } o W W 24 38 / w , Zo W ago° W C 7 / MAP 34p PCL 33 PERC 18,986 SF [� 6. 2, 0.44 AC. THB o PERC C M S .J ' � 1OO' •Y W W SO' W �`^W w W W W Y r / W W W Y1s.2� PR P CLEAN r V- 15 r ,r MAP 34 PCL 34 w Q MS MS MEDIUM 1 OYR 6/6 / W/LLIAM M & SUSAN B �� SAN D r W W M1 W •Y W W Y Y < 76, `• j/ SULLIVAN ' W W W W W� + W W Q j 135 RVE MILE R/VER ROAD I 1�Y W W y DAR/EN, CT 06820 8� 10YR 7/4 10YR 7/4 R z g 1y 120„ 30' 120" 30' 216" 20'W w LO 120.. 30 d 36 W . l' ►-E-1--I A NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED r^ • 4' MAP34 PL 3 � Q 3 MAP 34 PCL 38 8�j+ I c~i� 7S' 2.5% O 28 D TITLE 5 SITE PLAN P POSED MITIGATIO �6 LA S 3692 SFt OF SEE MITIGATIO N BY CO p CRAWFOR ' D #980 MAIN STREET 26 7 0o MANAGEMENT DATED 7/7/16 qb• D REV. 8/1/16 COTUIT, MA MAP 34 PCL 36 ZONING SUMMARY MITIGATION CALCULATIONS: PREPARED FOR ZONING DISTRICT: RF DISTRICT HARDSCAPE 0-50' 50-100' WILLIAM LAPOINT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 87,120 S.F. 18,986 S.F. 18,986 S.F. EXISTING: 483 SF 78 SF MIN. LOT FRONTAGE 150' 18.0' 18.0' DATE: JULY �, 2016 MIN. FRONT SETBACK 30' 24.8' 25.6' PROPOSED: 483 SF 1228 SIF REV: AUGUST 4, 2016 (MITIGATION AREA) MIN. SIDE SETBACK 15' 9.8' 9.8' REV: SEPTEMBER,i8�2016 (SPOT GRADES) MIN. REAR SETBACK 15' 7.9' 7.9' INCREASE: 0 SF 1150 SF MAX. BUILDING HEIGHT 30' <30 <30 REQUIRED MITIGATION 20�' oFM ��-�NOFM�ss�; Scale: 1"= 20' MAX. LOT COVERAGE* 10.4% 14.6% OX4 = 0 SF o`'���j� ASS9C�G ���SNOFMgss9c ��'(NOFMgss� f�or� DANIEL F.A.R.* 0.30 0.27 1150X3 = 3450 SF DOJA AA o DANIEL U> *PER §240-91 RAZE & REPLACE `� yG '' °� A. 10 20 30 4o so BEET " TOTAL: 3450 SF REQUIRED � in � M, � o�40 A �, DANIELA. s CIVIL � o OJALA � � A. �, Nca.4t79EO . SITE 1S LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT No' ` CIVIL OJALA �` PROPOSED MITIGATION: �o �� �o ��4 � No.46502 �. A No.40980� � o�`k �s��'` � off 508-362-4541 DISTRICT SEE MITIGATION PLAN BY CRAWFORD LAND ^Fssc's re ``' �0- 0�STtiR�oa��` �0R o�P �rca Is fax 508-362-9880 SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY MANAGEMENT DATED 7/7/16 REV. 8/1/16 ONAL �SS�ONAL ECG �g0DeSs\ yob downcope' .com SITE IS LOCATED WITHIN THE DOCK AND PIER OVERLAY DISTRICT TOTAL: 3692 SF MITIGATION PROPOSED down CQLP �ngin«ril1,g, /nC. t civil engineers landsurveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) DCE # > 6-049 YARMOUTHPORT MA 02675 16-049 TOP FNDN. AT EL. 38.3' SYSTEM PROFILE TEST HOLE LOGS s ACCESS COVER TO WITHIN 6" OF FIN. GRADE (N OT TO SCALE) Q ACCESS COVER (WATERTIGHT) To ENGINEER: ARNE H. OJALA, PE of sr /� 38,0't MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 36.5't 0cus WITNESS: DA.VID STANTON RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE�\ DATE: 12/20/01 I p , \35.1 ' FOR FIRST 2 XISTt PROPOSED _ 3' MAX. PERC, RATE = C 2 MIN/INCH COTUIT BAY GALLON SEPTIC 34.7 ' H-2o �! H-20 CHAMBERS 33.83' CLASS I SOILS P ` 35.0' TANK (H- 10 ) GAS ,^� _� # t BAFFLE 33.65' �� 33.48 F CI C� CD O 0 (D C:J R MIN 33.0 L Ca ED a 0 � O C 3 Cl ( 2_X SLOPE) C� M M 0 M = F-I C 3 � ,> Q ELEV. \ �6" CRUSHED STONE OR MECHANICAL E COMPACTION. (15.221 [2]) oo�"b 2' d CD ED 0 Ca = M 0 M ors 31.0' _ 36.0 DEPTH OF FLOW = 4 ( 7 % SLOPE) 3 4" TO 1 1 2" DOU&..7 WASHE-1 STONE: TEE SIZES; / / FILL „ -INLET DEPTH = 10" Q , 8' OUTLET DEPTH 14" 35.3 LOCATION MAP NTS FOUNDATION--- 15 SEPTIC TANK 16 D LE!�G!-'I N G BOX 16' FACI._!FY 5, ASSESSORS MAP 34 PARCEL 34 C MS 26.0' 2.5Y 6/4 P� 120 26.0' NO WAT'rR ENCOUNTERED 38.2 ��;�~6� `'0� �9' STOCKADE NOTES: g� FENCE 39.O 1 . DATUM IS APPROXIMATE MSL +36 364 6.6 SEPTIC DESIGN AR6 ;° R I` �7-WAIL ._ ) ' 36.4 (G "E `01 PO 1�j� BARN qn 40.7 _ _ r., � 1 tr,1!r,-„ �� ,,1-c ��- EXISTING 1 ; 35 USE A K��` ,-'. I 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. +3 , U DG e _ GF ?,_ IGN Fw ,y�l J d' be wIR HERE '� VeN CESSPOOL 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 20. 35y, 38.7 66� PER DEP INSPECTION SEPTIC TANK: _3 -0 Geis ( 2_) _ �� 7.4 60 5. PIPE JOINTS TO BE MADE WATERTIGHT. 3� 1 + 3 6 GRAVELS q q USE A 15D0 7A_'_`aN SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. r _ HN DRIVE 3 ,6 6C',. LEACH;NG: ENVIRONMENTAL CODE TITLE V. �- 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT W 7 �o �.. 2(30 9.83) 2 ( 74) -- 1'8 .6% l 7.6 SIDES: -`- -' ------ TO BE USED FOR ANY OTHER PURPOSE. 30 x 9.83 (.74) 2`'8 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. E 'ti�q 38'3 54 336 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 29,3 -- ,4. � ,�� ,5 TOTAL: S.F. GPD 29:5 31.8 7 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED S'�, 5. 6,6 BENCHMARK USE 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. c^ + COR TOP STE 37.6 9 WOOD RET 341 ELEV = 38.5' 6>. EQUAL' WITH 2.5' STCNE AT SIDES, 4' AT ENDS AND 5' 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM WALL 3 .s BETWE- N UNITS F�, S GAS EXISTING O� ,-343 2.3 *SEPTIC TANK TO BE H-10 AND D'BOX, SAS TO BE H-20 . -+34, METER DWELLING J�F-44 ?�6 ��CF 3.7 TF=38.3' 33.9 �7 / .t i L v�AN r UNDERGROUND TEL � �S�' OF 990 MAIN STREET 01 IN THE TOWN OF: 1 2 x ° ( COTUIT) BARNSTABLE z sw �.1 PREPARED FOR: BORTOLOTTI CONSTRUCTION/HIGGINS 0 BOARD OF HEALTH ~ ,- Q2 26:> �� 20 0 20 40 60 MA RS, APPROVED DATE 108 25.3 mom'' SCALE: 1" - 20' DATE: DECEMBER 27, 2001 m off 508-362-4541 D fax 508 362-9880LEGEN - •.,•` 12,6 COTUIT HARBOR ,-down Ca e en ineerin inc. 100.0 PROPOSED SPOT ELEVATION �'- `y��� %�� �� �r�'3 p engineering, ��rr� u� ,�rt�� � 6rx � .v ' �' ARNE 100x0 EXISTING SPOT ELEVATION � . ' RNE ( AL . CIVIL ENGINEERS r,z �+ r v r> CIVIL. GJAIALAND SURVEYORS 100 PROPOSED CONTOUR o. i1 Na. ' sz Na Eii4fi n` 939 mainst. armouth ma 02675 r f1 Y --- 100 EXISTING CONTOUR AL tiJovv� 6� d'� -328 7V H OJALA, . ' P.L.S .__ _DATE" M LEGEND /ABBREVIATIONS f L 6 : wY , .•. , �.E■P. File #SE 3 . 4426 C. = UTILITY POLE GUY WIRE = STAKE & NAIL SET M .: �•o \ O = VENT PIPE '.,, ,�, hd�- �I��•t, \ CONSERVATION NOTES: ® = 1. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED ELECTRIC METER a : . oop•►s Pt +�, AIR CONDITIONING UNIT PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION.••., M - p / 'p . �yQ,gy • g 2. BOTH LIMITS OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL CONCRETE BOUND COMPLETION OF PROJECT. _ WATER GATE/SHUTOFF o, a. 3. ALL ROOF LEADERS TO DISCHARGE TO DRYWELLS. O = TREE _ -• � SATE �..,: F - . (0 o►iw--a+W— = OVERHEAD WIRES 4. PROPOSED BUFFER PLANTING TO BE REVIEWED AND APPROVED t T tui� a oY BY CONSERVATION COMMISSION STAFF = WOOD FENCE ' ` \ 0 ---10�—,� = CONTOUR m 5. PROPOSED PATIO TO BE GRADED TO DRAIN TO DRYWELL v ,a. .�"• s S a*�1 , Q (1000 GALLON LEACH PIT WITH 2 OF STONE) = SPOT GRADE X 100.0 o �' \ �e? "' 2 �. r ►k :<- 4 6. PROPOSED PATIO = 756 S.F.; PROPOSED PLANTINGS = 1,140 S.F. t FND = FOUND F.F.E. = FLOOR ELEVATION FINISH SH FLOOR ELEVATION ,tl , • a 4+ �afO pe®d RET. RETAINING er. .2. EL = ELEVATION _ � \ CB = CONCRETE BOUND LOCUS MAP Scale.* 1w 20 � �q MAP 34 PARCEL 30 \ PLAN BOOK 545 PAGE 48 DH = DRILL HOLE \ N/F COTUIT FIRE DISTRICT CONC. = CONCRETE / GENERAL NOTES : LOCUS IS DEFINED AS: BARNSTABLE ASSESSORS MAP 034 PARCEL 034 PLAN BOOK 76 PAGE 139 \ DEED REFERENCE: UP #92/19 \ / / DEED BOOK 19,042 PAGES 328-330 432 PROPERTY OWNERS: 4, 0 C B DH FND WIWAM M. SULLIVAN & SUSAN B. SULLIVAN 10•+��� \ \ / DARIEN E CT 068201E y0. 42.r \ \ / 2.) CURRENT ZONING INFORMATION CB DH FN ZONING DISTRICTS: RF OVERLAY DISTRICTS: AP GROUNDWATER PROTECTION MAP 34 PARCEL 31 \/ LAND COURT PLAN 14566 A RPOD RESOURCE PROTECTION OVERLAY DISTRICT\ / \ DPOD DOCKS & PIERS OVERLAY DISTRICT\ N/F MARINERS LODGE A F & A M // MAP 34 PARCEL 34 MINIMUM CURRENT ZONING REQUIREMENTS \ \\ PLAN BOOK 76 PAGE 139 \ 38,4\ PARCEL AREA TO MEAN HIGH WATER RF 1Qy s - gs� 12.892:1 SQ, FT. MINIMUM AREA: 2 ACRES (RPOD) \ \ \�i• 0.30t ACRES MINIMUM FRONTAGE: 150' \ \ � �c• \ �/ �t`�'__ \` F MINIMUM WIDTH: N/A - 40 ___ 11 FRONT YARD = 30 SIDE & REAR YARD - 15, o 39.5��"V �`"s 3.) A 111LE SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE MAP 34 PARCEL 33 BE REQUIRED IT SHALL BE PERFORMED BY DINERS. os \ ` _ - _ ,c_ - ��� 3� s��; DEED N DE1�J. Aw D PAGE 270 4.) THIS PLAN IS PLM S, AND AN OND ON THE GROUND L FIELD RECORD ,SURVEY BY THIS FIRM RECORD ON 04-12 & 04-13 2005. ~,��y, •o \ 35 r ti \ A �'�-90 PLAN REFERENCES: 36,6 16 Q 38.0 36, �9 F'4r 9 100 OFFSET FROM TOP OF COASTAL BANK PLAN BOOK 217 PAGE 97 PLAN BOOK 545 PAGE 48 �� �p 36.2 L, 40 S REMOVE EXISTING SEPTIC TANK LAND COURT PLAN 14566 A oy �A x35.7 3� D—BOX B�• \ d4' ,: 17x1 1 _ \\ 35'7x TBM: STAKE SET VEND '`?jo- 5.) COMMUNITY PANEL NUMBERS 250001 0018 D -_ d, \ d .:3 F THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES UP19A � �� — -_X 11' 35 , _'�x33 --�� 3� 5'4 EG 35.94' (NGVD) 38. _ 50 OFFSET FROM TOP - —\ 33 s,� sT C & A13 (EL, 12') BASE FLOOD EL 12' / "� 31$ \ \ i.ol 014- � �TONE pRI`E z�� _\ _ 35.1 \�• � F ,��- �2,9� '�F OF COASTAL BANK 6.) LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND \3 _ QHW�y _.,� � S�Or Aj2 / v J j T �9.3 PROPOSED WOOD LANDING & STEPS SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE � � 01h�c_UP`- 19AA \ AREA, 36,5// 'c � Cf p 1 `.; x < b HOUSE CONSTRUCTION UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. \ q 3 `^\ O� ��i1' N $I �� 37 �`' 1 6" UMIT OF WORK COBBLEST EDGE pp SEPTIC SYSTEM LOCATION IS APPROXIMATE. PER INSTALLER'S CARD w \ T7 ♦ .' 3v�,3� \ Fr, �, t 37,5 , NATIVE PLANTINGS PERMIT 2002-008 \ x29.4 '�k __ _ \ 34.2 RECONSTRUCT 8 EXTEND \ 37 7'8 , �/' 32 r3 EXISTING RETAINING WALL 7.) PROJECT BENCHMARK DATUM NGVD 1929 \ �� / r �, LANDSCAPING �--- 0 , `, ti a Q x 7 ,'C'/ '/,�,` / LIMIT OF WORK PRIMARY BM: STATION M 28SC MAGS DISK IN CONC. MONUMENT 0 GRADE .4 3J,4 X 1N• 1, , EAST SIDE OF MAIN ST. & APPROX. 300 SOUTH OF SCHOOL ST. EL= 38.17' NGVD 1929 J l / ,';, l l /,`i ' / ;/ ,/ IBM = STAKE SET IN LOCUS PARKING AREA EL = 35.94 1� \ \ C h 3. are�l%; it ` ,4/ / 990 Main Street INSTALi. 1500 GALLON 2 " ,'�,CQ,� �. �' / �, , �', /; , ;;';//,/, Cotult, Massachusetts (H-20) SEPTIC TANK 1 , $ - - ` �' �"y ' r � '/ , ' /' ' 'MEAN HIGH WATER \ fe -- _ -. _ `` �► l ,� i�ii l' ' /// �r�i r AT BULKHEAD PREPARED FOR LOT B LM BOOK 217 PAGE�97 ■ \�M R.34 PARCEL 35 �O �- i•!y Fiji i 1 ,1 i/ i,J/'l 3 V L6 'I William Sullivan N7� DAVI6 JAf UEUN _ '/ 'i" � 1/' , / x:,� • ��GARVIN —�-MA{NTAIN"4'� 30,3 �JQ � - 'L�'.''8 ,1 i,1i i l 'l1/rY `J �1, �b WIDE PATH o -' .:; .y•._ : /l/l // /,�1/l/ l ,c i TMf NAVVE-PLANTINGS - 3:_%WGr. 1% • \ PROPOSED STAIRWAY ','11 Wetlands Permit Plan ■ FROM PATIO To PATH /%/ ,, //,/ // , , m ; • REMOVE E'° '' AN Proposed House Reconstruction PLANT_AREA-FROM TOP OF COASTAL-BANK TO RETAINING-WALL'- WITH INDIGENOUS LOW,,8HRUBS �?�•!G+ i, , , p r • '' \ /27,8 ` �' ,—�'" � r- �i. r 1,, �,r�r,, , �,�, � •� BAXTER NYE & HOLMGREN W -STAIRS 'f,;r r �1, . Q 5 ,,- _--- ! ;,; I11 m ; 3 Registered Professional Engineers and Land Surveyors !t N ' ° P/Iro 812 Main Street' Osterville, Massachusetts 02655 \ '1'oF , ''21,3'��~� `� r 'l�tr�iBUHKNG ? F�q,gss' \ • 9 ° — k� i 1 J , r , Phone - (508)428_ _9131 Fax (508)428-3750 ., 2 7.8tio -_ '/,/' 20 0 20 40 N l �� /// �/ �� ==Mod No.30218 \ / / • $, ~ SCALE IN FEET x 15 • �p q � , \ , 1 = 20 SS SCALE: A NAL LOT A PLAN BOOK 217 PAGE 97 0 / N MAP 34 PARCEL 36 \ N/F RALPH E. do STEPHANIE WALL o CD DATE: 7-12-05 u� 0 O N S" 2. 2-15-06 NEW SEPTIC TANK 1. 're 10-20-05 REV PROP PATIO LANDSCAPE C 2 Li NO.I BY I DATE REMARKS \ DRAWN : C DESIGNED BY: ICHECKED BY: JRe DRAWING NUMBER 0 0: 2005 05-030 SURV WRKSH 2O05-030noi2.dw 0 u7 2005-030 0 0 N O